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《Anhui Architecture》 2008-04
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FEM Numerical Analysis of Soil Slope Stability with the Theory of Elastic-plastic Large Deformation

Luo Changhong et al (Studio at Shenyang, Airforce Bureau of Engineering Design, Shenyang 110004, China)  
With the help of ABAQUS, the article approaches to the ultimate destabilizing process and mechanism of soil side slope based on the FEM numerical analysis with the theory of elastic-plastic large deformation.
【CateGory Index】: TU43
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